Injection Effects on Sediment Transport in Closed-Conduit Flows

• Autorzy: Cao D. , Chiew Y.-M. , Yang S.-Q.

Identyfikatory

DOI

10.1515/acgeo-2015-0064

• Języki publikacji: EN

Abstrakty

EN

Experiments were conducted to investigate injection effects on sediment transport in closed-conduit flows. The results show that the sediment transport rate essentially remains unchanged when the ratio of the injection velocity and that at boiling, Vi/Vcr < 10. However, significant sediment transport rate is observed when Vi/Vcr increases beyond this limit. In the literature, three semi-empirical models have been developed to relate seepage effects on the sediment transport rate. The experimentally measured data in the pre- and post-boiling condition (Liu and Chiew 2014, and the present study, respectively) are compared with these models. The results show that the models of Francalanci et al. (2008) and Nielsen et al. (2001) perform poorly in predicting injection effects on the sediment transport. Although Yang’s (2013) model could reasonably predict the influence of injection on the sediment transport rate in the post-boiling condition, it similarly fails when applied to the pre-boiling condition.

Słowa kluczowe

EN

sediment transport; injection; flow; closed conduits; quick condition

PL

transport osadów; iniekcja; przepływ; przewody zamknięte

• Wydawca: Instytut Geofizyki PAN ; Springer
• Czasopismo: Acta Geophysica
• Rocznik: 2016
• Tom: Vol. 64, no. 1
• Strony: 125--148
• Opis fizyczny: Bibliogr. 38 poz.

Twórcy

autor

Cao D.

• School of Civil and Environmental Engineering, Nanyang Technological University, Singapore

autor

Chiew Y.-M.

• School of Civil and Environmental Engineering, Nanyang Technological University, Singapore;

autor

Yang S.-Q.

• School of Civil, Mining and Environmental Engineering, University of Wollongong, Wollongong, Australia

Bibliografia

• Aberle, J., S.E. Coleman, and V.I. Nikora (2012), Bed load transport by bed form migration, Acta Geophys. 60, 6, 1720-1743, DOI: 10.2478/s11600-012-0076-y.
• ASTM (2006), Standard test method for permeability of granular soils (constant head): D2434-68. In: Annual Book of American Society for Testing and Materials Standards, Vol. 04.08, 247-252, ASTM, Philadelphia.
• Bagnold, R.A. (1966), An Approach to the Sediment Transport Problem from General Physics, Geological Survey Professional Paper, No. 422-I, U.S. Government Printing Office, Washington, D.C.
• Ballio, F., and S. Tait (2012), Sediment transport mechanics, Acta Geophys. 60, 6, 1493-1499, DOI: 10.2478/s11600-012-0074-0.
• Berenbrock, C. (1999), Streamflow Gains and Losses in the Lower Boise River Basin, Idaho, 1996-97, Water-Resources Investigations Report 99-4105, U.S. Geological Survey, Reston, USA.
• Buffington, J.M. (1999), The legend of A.F. Shields, J. Hydraul. Eng. ASCE 125, 4, 376-387, DOI: 10.1061/(ASCE)0733-9429(1999)125:4(376).
• Cao, D.P., and Y.M. Chiew (2014), Suction effects on sediment transport in closedconduit flows, J. Hydraul. Eng. ASCE 140, 5, 04014008, DOI: 10.1061/(ASCE) HY.1943-7900.0000833.
• Cao, D.P., Y.M. Chiew, and X.X. Liu (2015), Effect of suction zone length on sediment transport, J. Hydraul. Res. 53, 1, 49-59, DOI: 10.1080/00221686.2014. 928806.
• Carlson, R.A., and C.R. Petrich (1998), New York canal geologic cross-section, seepage gain/loss data, and ground water hydrographs: compilation and interim findings, Open file Report, Idaho Water Resources Research Institute and Idaho Department of Water Resources, Boise, USA.
• Cheng, N.S. (1997), Simplified settling velocity formula for sediment particle, J. Hydraul. Eng. ASCE 123, 2, 149-152, DOI: 10.1061/(ASCE)0733-9429(1997) 123:2(149).
• Cheng, N.S., and Y.M. Chiew (1998), Modified logarithmic law for velocity distribution subjected to upward seepage, J. Hydraul. Eng. ASCE 124, 12, 1235-1241, DOI: 10.1061/(ASCE)0733-9429(1998)124:12(1235).
• Cheng, N.S., and Y.M. Chiew (1999), Incipient sediment motion with upward seepage, J. Hydraul. Res. 37, 5, 665-681, DOI: 10.1080/00221689909498522.
• Conley, D.C. (1993), Ventilated oscillatory boundary layers, Ph.D. Thesis, University of California, San Diego, USA.
• Dey, S., and T.K. Nath (2010), Turbulence characteristics in flows subjected to boundary injection and suction, J. Eng. Mech. ASCE 136, 7, 877-888, DOI: 10.1061/(ASCE)EM.1943-7889.0000124.
• du Boys, P. (1879), Le Rhône et les riviérs a lit affouillable, Ann. Ponts Chaussees Mém. Docum. 5, 18, 141-195.
• Francalanci, S., G. Parker, and L. Solari (2008), Effect of seepage-induced nonhydrostatic pressure distribution on bed-load transport and bed morphodynamics, J. Hydraul. Eng. ASCE 134, 4, 378-389, DOI: 10.1061/(ASCE)0733-9429(2008) 134:4(378).
• Fujisawa, K., A. Murakami, S. Nishimura, and T. Shuku (2013), Relation between seepage force and velocity of sand particles during sand boiling, Geotech. Eng. J. SEAGS & AGSSEA 44, 2, 9-17.
• Knight, D.W., H.S. Patel, J.D. Demetriou, and M.E. Hamed (1982), Boundary shear stress distributions in open channel and closed conduit flows. In: Proc. Euromech 156 – Mechanics of Sediment Transport, Istanbul, Turkey, 33-40.
• Liu, X.X. (2010), Effect of seepage on sediment transport, Ph.D. Thesis, Nanyang Technological University, Singapore.
• Liu, X.X., and Y.M. Chiew (2012), Effect of seepage on initiation of cohesionless sediment transport, Acta Geophys. 60, 6, 1778-1796, DOI: 10.2478/s11600-012- 0043-7.
• Liu, X.X., and Y.M. Chiew (2014), Effect of upward seepage on bedload transport rate, Water Sci. Eng. 7, 2, 208-217, DOI: 10.3882/j.issn.1674-2370.2014.02.008.
• Lu, Y., and Y.M. Chiew (2007), Seepage effects on dune dimensions, J. Hydraul. Eng. ASCE 133, 5, 560-563, DOI: 10.1061/(ASCE)0733-9429(2007)133:5(560).
• Martin, C.S., and M.M. Aral (1971), Seepage force on interfacial bed particles, J. Hydraul. Div. 97, 7, 1081-1100.
• McWhorter, D.B., and D.K. Sunada (1977), Ground-water Hydrology and Hydraulics, Water Resources Publs., Highlands Ranch.
• Meyer, W., R.L. Schuster, and M.A. Sabol (1994), Potential for seepage erosion of landslide dam, J. Geotech. Eng. ASCE 120, 7, 1211-1229, DOI: 10.1061/(ASCE) 0733-9410(1994)120:7(1211).
• Meyer-Peter, E., and R. Müller (1948), Formulas for bed-load transport. In: Proc. 2nd Congress of the International Association for Hydraulic Research, Stockholm, Sweden, 39-64.
• Nielsen, P. (1997), Coastal groundwater dynamics. In: Proc. 3rd Coastal Dynamics Conference, June 1997, Plymouth, United Kingdom, ASCE, 546-555.
• Nielsen, P., S. Robert, B. Møller-Christiansen, and P. Oliva (2001), Infiltration effects on sediment mobility under waves, Coast. Eng. 42, 2, 105-114, DOI: 10.1016/S0378-3839(00)00051-X.
• O’Donnell, C., B.A. O’Connor, and K.H.M. Ali (2002), Effect of seepage flows on sediment transport rates. In: C.A. Brebbia (ed.), Coastal Environment: Environmental Problems in Coastal Regions IV, Vol. 58, DOI: 10.2495/CENV020421.
• Pagliara, S., M. Palermo, and I. Carnacina (2011), Expanding pools morphology in live-bed conditions, Acta Geophys. 59, 2, 296-316, DOI: 10.2478/s11600-010- 0048-z.
• Rao, A.R., and N. Sitaram (1999), Stability and mobility of sand-bed channels affected by seepage, J. Irrig. Drain. Eng. ASCE 125, 6, 370-379, DOI: 10.1061/ (ASCE)0733-9437(1999)125:6(370).
• Richards, K.S., and K.R. Reddy (2012), Experimental investigation of initiation of backward erosion piping in soils, Géotechnique 62, 10, 933-942, DOI: 10.1680/ geot.11.P.058.
• Sumer, B.M., L.H.C. Chua, N.S. Cheng, and J. Fredsøe (2003), Influence of turbulence on bed load sediment transport, J. Hydraul. Eng. ASCE 129, 8, 585-596. DOI: 10.1061/(ASCE)0733-9429(2003)129:8(585).
• Tang, H.W., B. Ding, Y.M. Chiew, and S.L. Fang (2009), Protection of bridge piers against scouring with tetrahedral frames, Int. J. Sediment Res. 24, 4, 385-399, DOI: 10.1016/S1001-6279(10)60012-1.
• Wong, M., and G. Parker (2006), Reanalysis and correction of bed-load relation of Meyer-Peter and Müller using their own database, J. Hydraul. Eng. ASCE 132, 11, 1159-1168, DOI: 10.1061/(ASCE)0733-9429(2006)132:11(1159).
• Yang, S.Q. (2005), Formula for sediment transport in rivers, estuaries and coastal waters, J. Hydraul. Eng. ASCE 131, 11, 968-979, DOI: 10.1061/(ASCE)0733- 9429(2005)131:11(968).
• Yang, S.Q. (2007), Turbulent transfer mechanism in sediment-laden flow, J. Geophys. Res. 112, F1, F01005, DOI: 10.1029/2005JF000452.
• Yang, S.Q. (2013), Why cannot sediment transport be accurately predicted. In: Proc. 35th World Congress of the International Association for Hydraulic Research, 1-10.